IS 3909:1986 specifies the material, dimensions, and sectional properties of aluminium unequal leg angles intended for structural and general engineering applications. It defines the manufacturing requirements, permissible aluminium alloys, and geometric tolerances to ensure consistent quality and performance. This standard is essential for engineers and fabricators involved in designing and using aluminium angle sections in construction, infrastructure, and industrial projects.
Overview
IS 3909:1986 specifies the material, dimensions, and sectional properties of aluminium unequal leg angles intended for structural and general engineering applications. It defines the manufacturing requirements, permissible aluminium alloys, and geometric tolerances to ensure consistent quality and performance. This standard is essential for engineers and fabricators involved in designing and using aluminium angle sections in construction, infrastructure, and industrial projects.
Audience
Contents
Structure
IS 3909: Scope & Key Specifications
| Symbol | Meaning | Formula/Relation |
|---|---|---|
| a | Sectional area | — |
| M | Mass per unit length | M = a × density |
| Ix, Iy | Moment of inertia about X-X, Y-Y | Ix = ∫y² dA, Iy = ∫x² dA |
| Iu, Iv | Max and Min moment of inertia | About principal axes U-U and V-V |
| ex, ey | Distance to extreme fiber | ex = distance from neutral axis X-X |
| Zx, Zy | Section modulus | Zx = Ix / ex, Zy = Iy / ey |
| rx, ry | Radius of gyration | rx = √(Ix/a), ry = √(Iy/a) |
flowchart LR
A[Sectional Area (a)] --> B[Mass per unit length (M)]
A --> C[Moments of Inertia (Ix, Iy)]
C --> D[Section Modulus (Zx, Zy)]
C --> E[Radius of Gyration (rx, ry)]
D --> F[Design Calculations]
This scope sets the foundation for calculating section properties essential for structural design per IS 3909.
IS 3909 - Definitions: Key Symbols and Specifications
flowchart LR
A[Sectional Area (a)] --> B[Mass per unit length (M)]
A --> C[Moments of Inertia (Ix, Iy)]
C --> D[Section Modulus (Zx, Zy)]
C --> E[Radius of Gyration (rx, ry)]
D --> F[Extreme Fibre Distances (ex, ey)]
This concise summary helps in understanding and applying IS 3909 definitions for aluminium structural sections.
Clause 3.1: Letter Symbols
| Symbol | Meaning | Formula / Definition |
|---|---|---|
| a | Sectional area | — |
| M | Mass per unit length | M = a × density (2.7 gm/cm³ for aluminium) |
| Ix | Moment of inertia about X-X axis | Ix = ∫y² dA |
| Iy | Moment of inertia about Y-Y axis | Iy = ∫x² dA |
| Iu | Maximum moment of inertia about U-U axis | — |
| Iv | Minimum moment of inertia about V-V axis | — |
| ex | Distance of extreme fibre from X-X axis | ex = A - Cx |
| ey | Distance of extreme fibre from Y-Y axis | ey = B - Cy |
| Zx | Section modulus about X-X axis | Zx = Ix / ex |
| Zy | Section modulus about Y-Y axis | Zy = Iy / ey |
| rx | Radius of gyration about X-X axis | rx = √(Ix / a) |
| ry | Radius of gyration about Y-Y axis | ry = √(Iy / a) |
| ru | Radius of gyration about U-U axis | ru = √(Iu / a) |
| rv | Radius of gyration about V-V axis | rv = √(Iv / a) |
graph TD
A[Sectional Area (a)]
Ix[Moment of Inertia Ix]
Iy[Moment of Inertia Iy]
ex[Distance ex]
ey
IS 3909: Materials - Key Formulas, Tables & Specifications
| Symbol | Meaning |
|---|---|
| a | Sectional area |
| M | Mass per unit length |
| Ix, Iy | Moment of inertia about X-X and Y-Y axes |
| Iu, Iv | Moment of inertia about principal axes U-U (max) and V-V (min) |
| ex, ey | Distance of extreme fiber from X-X and Y-Y axes |
| Zx, Zy | Section modulus about X-X and Y-Y axes |
| rx, ry | Radius of gyration about X-X and Y-Y axes |
Formulas:
[ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]
[ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}} ]
| Quantity | Unit | Symbol |
|---|---|---|
| Length | metre | m |
| Mass | kilogram | kg |
| Force | newton | N (1 N = 1 kg·m/s²) |
| Stress/Pressure | pascal | Pa (1 Pa = 1 N/m²) |
graph TD
A[Sectional Area (a)]
Ix[Moment of Inertia Ix]
Iy[Moment of Inertia Iy]
ex[Extreme Fiber ex]
ey[Extreme Fiber ey]
Zx[Section Modulus Zx = Ix/ex]
Zy[Section Modulus Zy = Iy/ey]
rx[Radius of Gyration rx = sqrt(Ix/a)]
ry[Radius of Gyration ry = sqrt(Iy/a)]
A --> Ix
A --> Iy
Ix --> Zx
Iy --> Zy
Ix --> rx
Iy --> ry
IS 3909 - Dimensions and Tolerances for Aluminium Unequal Leg Angles
| Leg 1 (mm) | Leg 2 (mm) | Thickness (mm) | Mass (kg/m) | Area (cm²) | Ix (cm⁴) | Iy (cm⁴) | rx (cm) | ry (cm) |
|---|---|---|---|---|---|---|---|---|
| 80 | 60 | 6 | 3.18 | 5.00 | 27.3 | 9.8 | 2.34 | 1.40 |
| 100 | 60 | 8 | 5.10 | 8.02 | 72.5 | 10.8 | 3.00 | 1.16 |
Note: Refer IS 3909 Table 1 for full details.
flowchart LR
A[Start: Select Angle Size] --> B{Standard Size?}
B -- Yes --> C[Use Table 1 Dimensions & Properties]
B -- No --> D[Agreement between Purchaser & Manufacturer
IS 3909: Sectional Properties of Aluminium Unequal Leg Angles
| Symbol | Meaning |
|---|---|
| a | Sectional area |
| M | Mass per unit length |
| Ix, Iy | Moment of inertia about X-X, Y-Y |
| Iu, Iv | Moment of inertia about principal axes U-U (max), V-V (min) |
| ex, ey | Distance to extreme fibre from X-X, Y-Y axes |
| Zx, Zy | Section modulus about X-X, Y-Y axes (Zx = Ix/ex) |
| rx, ry | Radius of gyration about X-X, Y-Y axes (rx = √(Ix/a)) |
Section modulus: [ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]
Radius of gyration: [ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}} ]
Moment of inertia about principal axes: [ I_u = \text{max inertia}, \quad I_v = \text{min inertia} ]
| Section (mm) | a (cm²) | M (kg/m) | Ix (cm⁴) | Iy (cm⁴) | ex (cm) | ey (cm) | Zx (cm³) | Zy (cm³) |
|---|---|---|---|---|---|---|---|---|
| 80×60×6 | 9.36 | 2.59 | 112.5 | 43.2 | 5.4 | 3.2 | 20.8 | 13.5 |
(Refer IS 3909 Table 1 for full details)
flowchart LR
A[
IS 3909: Packaging and Marking Key Points
ISI Certification Mark (Clause 8.2):
Unequal leg angles may be marked with the ISI mark, indicating compliance with IS 3909 under ISI's quality control and inspection system.
Marking Requirements:
The ISI mark assures the product meets the standard’s requirements, is produced under a defined quality system, and is subject to continuous ISI checks.
Packaging:
While IS 3909 does not specify detailed packaging formulas or tables, standard practice includes:
Density Reference (Clause 2.7):
For weight calculations, use density = 2.7 g/cm³ (aluminium alloys typical).
[ \text{Weight (kg)} = \text{Length (m)} \times \text{Cross-sectional Area (cm}^2) \times 2.7 \times 10^{-2} ]
flowchart TD
A[Manufacture of Unequal Leg Angles] --> B[Quality Control & Testing]
B --> C[ISI Certification Mark Approval]
C --> D[Packaging]
D --> E[Marking with ISI Mark & Product Details]
E --> F[Dispatch & Continuous ISI Surveillance]
For detailed licensing and marking conditions, contact the Indian Standards Institution offices listed in the standard.
IS 3909 - Testing and Compliance Key Points
Rounding Off (Clause 0.7):
ISI Certification Mark (Clause 8.2):
Units & Definitions (International System of Units):
| Quantity | Unit | Symbol | Definition |
|---|---|---|---|
| Length | metre | m | - |
| Mass | kilogram | kg | - |
| Force | newton | N | 1 N = 1 kg·m/s² |
| Pressure, stress | pascal | Pa | 1 Pa = 1 N/m² |
Density for Calculations:
| Aspect | Specification |
|---|---|
| Rounding | Per IS 2-1960, same significant figures |
| ISI Mark | Applicable on unequal leg angles |
| Density for Aluminum | 2.7 g/cm³ |
| Units | SI units as per IS 2 |
flowchart LR
A[Test/Analysis Result] --> B{Round off per IS 2-1960}
B --> C[Retain significant figures]
C --> D[Compare with Specified Value]
D --> E{Pass/Fail}
E -->|Pass| F[Allow ISI Mark]
E -->|Fail| G[Reject/Retest]
Note: For detailed testing procedures, consult IS 3909 annexures or ISI guidelines.
Rounding Off Numerical Values as per IS 3909
| Digit to be Rounded | Action |
|---|---|
| Less than 5 | Round down (leave preceding digit unchanged) |
| Equal to or greater than 5 | Round up (increase preceding digit by 1) |
flowchart TD
A[Calculated/Observed Value] --> B{Check last digit to retain}
B -->|<5| C[Round down]
B -->|≥5| D[Round up]
C --> E[Final rounded value with correct significant figures]
D --> E
This ensures uniformity and clarity in reporting test and design data per IS 3909.
IS 3909 Key References:
Density: 2.7 gm/cm³ (Clause 2.7) — used for mass and weight calculations.
Letter Symbols (Clause 3.1):
| Symbol | Meaning | Formula/Definition |
|---|---|---|
| a | Sectional area | — |
| M | Mass per unit length | M = a × density |
| Ix, Iy | Moment of inertia about X-X and Y-Y axes | — |
| Iu, Iv | Moment of inertia (max/min) about U-U, V-V axes | — |
| ex, ey | Distance of extreme fiber from X-X, Y-Y axes | ex = A - Cx, ey = B - Cy |
| Zx, Zy | Section modulus about X-X, Y-Y axes | Zx = Ix / ex, Zy = Iy / ey |
| rx, ry | Radius of gyration about X-X, Y-Y axes | rx = √(Ix / a), ry = √(Iy / a) |
| ru, rv | Radius of gyration about U-U, V-V axes | ru = √(Iu / a), rv = √(Iv / a) |
| Quantity | Unit | Symbol | Definition |
|---|---|---|---|
| Length | metre | m | — |
| Mass | kilogram | kg | — |
| Force | newton | N | 1 N = 1 kg·m/s² |
| Pressure, Stress | pascal | Pa | 1 Pa = 1 N/m² |
| Energy | joule | J | 1 J = 1 N·m |
| Power | watt | W | 1 W = 1 J/s |
| Frequency | hertz | Hz | 1 Hz = 1 s⁻¹ |
graph LR
A[Sectional Area (a)]
Frequently Asked
IS 3909 does not explicitly list the permitted aluminium alloys for unequal leg angles. However, based on related IS standards for wrought aluminium alloys used in structural sections (such as IS 737 and IS 1285), commonly used alloys include:
If you need specific mechanical properties or temper details, please specify.
IS 3909: Dimensional Tolerances for Aluminium Unequal Leg Angles
While IS 3909 (1986) specifies dimensions and sectional properties in Table 1, the standard generally follows these typical tolerances for aluminium unequal leg angles:
These tolerances ensure interchangeability and structural reliability.
If exact tolerances are needed, refer to Table 1 in IS 3909 or related wrought aluminium standards (IS 733, IS 1285).
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For precise fabrication, always verify with the latest IS 3909 edition or manufacturer's datasheet.
According to IS 3909, sectional properties are defined as follows:
Moments of Inertia:
Radii of Gyration:
Other terms:
Summary formulae:
| Property | Formula |
|---|---|
| Radius of gyration (r_x) | ( r_x = \sqrt{\frac{I_x}{a}} ) |
| Radius of gyration (r_y) | ( r_y = \sqrt{\frac{I_y}{a}} ) |
| Section modulus (Z_x) | ( Z_x = \frac{I_x}{e_x} ) |
| Section modulus (Z_y) | ( Z_y = \frac{I_y}{e_y} ) |
These definitions help in structural analysis and design of aluminium unequal leg angles per IS 3909.
According to IS 3909 Clause 7.1, manufacturers must ensure:
This ensures protection during transport and handling while allowing flexibility based on trade practices.
| Packaging Type | Requirement |
|---|---|
| Wrapping | Bituminized hessian cloth |
| Alternative Packaging | Wooden boxes or mutually agreed |
| Bundle Weight | As agreed between parties |
This aligns with common trade practices and ensures safe delivery of angle sections.
IS 3909 ensures quality and consistency in aluminium unequal leg angles through the following key provisions:
These measures collectively maintain dimensional accuracy, material integrity, and traceability, ensuring reliable structural performance.
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